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DS-12-1110Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 174899 Permit Number: DS -6 -12 -1110 Scheduled Inspection Date: September 11, 2012 Inspector: Rodriguez, Jorge Owner: , BARRY UNIVERSITY Job Address: 11300 NE 2 Avenue Miami Shores, FL 33138 -0000 Project: BARRY UNIVERSITY Contractor: MOSS & ASSOCIATES LLC Permit Type: Driveways /Sidewalks /Slabs Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1121360000050 Phone: (954)410 -3250 Building Department Comments BASE & ASPHALT REPLACEMENT, BRICK PAVERS AT ENTRANCE. RESAL ASPHALT MILL AND 1 LAYER OF ASPHALT, BRICI PAVERS AT CHAPEL STEPS AND CONCRETE SIDEWALKS REPLACEMENT Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Provide soil compaction report signed and sealed. Provide testing lab report for 3 cores at base covered without inspection. NB /WA - aa£ S September 10, 2012 For Inspections please call: (305)762 -4949 Page 4 of 20 DUNKELBERGER engineering & testing, inc. www.dunkelberger- engineering.com Moss & Associates 2101 North Andrews Avenue Suite 300 Fort Lauderdale, Florida 33311 Attention: Ms. Sherry Werner AUG 2 2 2012 Subject: Benincasa & Kolsa Hall Remediation Barry University Miami Shores, Florida Project No. FTL -11 -0918 (40.1) Dear Ms. Werner: gust 15, 2012 Progress Report No. 5 Page 1 of 2 • Fort Lauderdale • Port Saint Lucie • Sarasota • West Palm Beach As requested, Dunkelberger Engineering & Testing, Inc. (Dunkelberger) has performed a Limerock Bearing Ratio (LBR) test in accordance with Florida Department of Transportation test method FM 5 -515 on the stabilized subgrade material at the above referenced project. Dunkelberger appreciates the opportunity to provide our services for this project. If we can answer any questions, please call me at 954- 730 -9114. Very truly yours, DUNKELBERGER ENGINEERING & TESTING, INC. an Ramirez, E.I. Staff Engineer Construction Services Attachment o° O ••.....� CFA �` INo 27451 oStst Thomas J. T Principal Eng FL Regist�r��s Sheet 2- Limerock Bearing Ratio (LBR) Results - Lab ID No. 0538 State of Florida Board of Professional Engineers Authorization No. 6870 Toll Free (877) 643.6832 Limerock Bearing Ratio ( %) 1000 100 10 1 w 0 O a u v m 126 a N O a t 124 3 0 122 130 128 120 20 40 60 80 10.0 12.0 20 40 60 80 10.0 Water Content - Percent of Dry Weight SUMMARY OF TEST RESULTS MAXIMUM LBR VALUE ( %): MAXIMUM DRY DENSITY (pcf): 12.0 LIMEROCK BEARING RATIO 177.9 BENINCASA & KOLASA HALL REMEDIATION - BARRY UNIVERSITY 123.6 Davie, Florida OPTIMUM WATER CONTENT ( %): 7.6 PR NO.: 5 LAB ID: LOCATION: MATERIAL: 0538 Tested By AR Test Date: 07/18/12 tottai5 U , 8B4I eee • Pr* ‘"FTL- 12- 091l64D,,1Q�,$1 4 Chapel Road (Barry University Campus) Checked By: JR Report Date: 08/11/12 Reddish brown fine to medium SAND, some fragmental limestone (Stabilized Subgrade) 1..G� Juan Ramirez, E.I. Th�®,��,�1 rr eT, . F -a A FL Registration No. 27451 FL Reg 0.% 44Ota.M . c∎1�� FM 5. 515 Lbnmot c Beating Redo Manual of Florida Sampling and ToS$kg Methods Ae,®5 a At_ nQ, ��o a e P nmeaeAe�o LBR Lab ID 0538 (PR 5 )•81s LBR DUNKBLBRRGER engineering & testing, inc. Soil Density Test Report Project Name: Benincasa & Kolasa Hall Remediation - Barry Univ ' ' rogress Report No.: 6 (Sheet I of 2) Project Number FTL -12 -0918 (40.1) Date Tested: 7/19/2012 Technician Initials: R.F. Client Name: Moss & Associates t 2101 North Andrews Avenue, ` O0 ��G 2 2 2 ®12 Report Date: 8/15/2012 Fort Lauderdale, Florida 33311 Project Manager: Juan Ramirez, E.I. '� Contact Number: (954) 730 -9114 Attention: Ms.Sherry Werner Test No. Probe Depth (in) Laboratory Proctor .;. Field Tests Maximum Dry Density (pcf) Optimum Moisture ( %) Dry Density (pcf) Cone 1 Resistance (tsf) Moisture ( %) Minimum Required Compaction ( %) Percent Maximum Density ( %) Test Results 1 12 114.5 8.0 115.8 12 8.3 98 101 Pass 2 12 114.5 8.0 114.7 10.2 98 100 Pass 3 12 114.5 8.0 117.3 8.8 98 102 Pass 4 12 114.5 8.0 113.8 11.0 98 99.4 Pass 95 Type of Field Density Test: Minimum Required Compaction Based on: Nuclear Gauge Info: Gauge No. 29275 E ASTM D 1556 l✓ ASTM D 6938 E ASTM D 2937 fr' AASHTO T -180 (ASTM D 1557) l— AASHTO T -99 (ASTM D 698) Daily Standard Count: Density: 2230 Moisture: 630 Test No. Soil T yp e E levation , Test Locatio n: Chapel road - Stabilized Subgiradc 1 8 12 150' West of Entrance - Inbound Lane (Retest from PR 4) 2 8 12 400' West of Entrance - Inbound Lane (Retest from PR 4) 3 8 12 400' West of Entrance - Outbound Lane (Retest from PR 4) 4 8 12 200' West of Entrance - Outbound Lane (Retest on PR 4) Elevation/Depth Referenced to: Soil Type 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: r NGVD M SL lC4 Other: Inches Below Top of Stabilized Subgrade )Vote: The base course was installed at the time of retest, but pot holes where left open to expose the stabilized subgrade for retesting purposes. cc: Client... (1) I Juan Ramirez, E.I. Staff Engineer • 0 utoogg@pd1 �i'4" NS J. T ° ®ova N �1 The original of this report was signed and sealed by the registered engineer in accordance with Rule 6I G15- 18011, of the Florida Administrative Code. This property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written appro vaf'LOo subsurface exploration, recommendations or design are expressed by this fine. Fort Lauderdale Port St. Lucie • West Palm Beach Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 per, P.Eo rr 1lF27'j4 •••....•B _�� den etial h regard to PR 6PR6 Limerock Bearing Ratio ( %) 1000 100 10 1 120 110 • • 20 40 60 80 10.0 12.0 20 40 60 80 10.0 Water Content - Percent of Dry Weight SUMMARY OF TEST RESULTS MAXIMUM LBR VALUE ( %): MAXIMUM DRY DENSITY (pcf): 63.9 114.5 OPTIMUM WATER CONTENT ( %): 0.0 12.0 LIMEROCK BEARING RATIO BENINCASA & KOLASA HALL. REMEDIATION - BARRY UNIVERSITY Davie, Florida PR NO.: LAB ID: 6 0541 LOCATION: Composite sample (Prepared Roadway Subgrade) MATERIAL: Light Brown fine to medium SAND, some fragmental limestone (Stabilized Subgrade) DUNKELBERGER engineering & testing, inc. Test Date: 07/20/12 Project No.: � Sheet No4S so, a s.. i���il .i) Report Date: 08/15/12 ' p ';m if Checked By JR I p Tested By. AR Rekmures Juan Ramirez, E.I. FL Registration No. 27451 Thogtas:l. T &.per P.E. e FL Rgratiori,i Z4501r o co ;Z FM 8.515 Unimak Bearing Ratio Manua! of Florida Sampling a,4 realm Methods L B f i Labld e5 1(PR 8) LBR DUNKELBERGE Soil Density Test Report Project Name: Project Number: Client Name: Benincasa & Kolasa Hall Remediation - Barry University P --eQort No.: FTL -12 -0918 (40.1) C Tested: Tech>ii i Initials: Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Attention: Ms.Sherry Werner Test No. 1 2 Probe Depth (in) 6 6 or. f,U G 2 2 2012 Report Date: Pri.j.ect Manager: iaflfact Number: 7 (Sheet 1 of 2) 7/24/2012 R.F. 8/13/2012 Juan Ramirez, E.I. (954) 730-9114 yield ,T'esr Maximum Dry Density (pcf) Optimum Moisture ( %) Dry Density 132.1 7.3 132.1 7.3 (pci) 131.5 132.5 Cone Resistance' (tsl) Moisture ( %) 7.4 Minimum Required Compaction ( %) 98 Percent Maximum Density ( %) 99.5 Test Results Pass 8.1 98 100 Pass 3 6 132.1 7.3 129.4 6.9 98 98.0 4 6 132.1 7.3 133.7 6.0 98 101 Pass Pass 95 Type of Field Density Test: Minimum Required Compaction Based on: Nuclear Gauge Info: Gauge No. 33079 1. ASTM D 1556 ASTM D 6938 r ASTM D 2937 AASHTO T -180 (ASTM D 1557) F AASHTO T -99 (ASTM D 698) Daily Standard Count: Density: 2263 Moisture: 650 Test No. -$oiI Type elevation Test Location: - Chapel Road Base Course„ 9 6 200' West of Entrance - Outbound Lane 2 9 6 400' West of Entrance - Outbound Lane 3 9 6 450' West of Entrance - Inbound Lane 4 9 6 150' West of Entrance - Inbound Lane Elevation /Depth Referenced to: 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: NGVD rMSL cc: Client... (1) Other: Inches Below Top of Base Course Juan Ramirez, E.I. Staff Engineer ,sit j. J earg�►..®1 • No 27451 o • • w - The original of this report was signed and sealed by the registered engineer in accordance with Rule 61015- 18011, of the Florida Administrative Code. This report is submitted as the confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. No other warranties with regard to subsurface exploration, recommendations or design are expressed by this fine. Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 PR 7 PR 7 Limerock Bearing Ratio ( %) 0 u. :0 a IS 133 a rn a 0 a r 131 as m .E G 129 1000 100 10 137 135 127 1 20 40 60 80 10.0 12.0 20 40 60 80 10.0 Water Content - Percent of Dry Weight SUMMARY OF TEST RESULTS MAXIMUM LBR VALUE ( %): MAXIMUM DRY DENSITY (pcf): 260.3 132.1 OPTIMUM WATER CONTENT ( %): 7.3 PR NO.: LAB ID: LOCATION: MATERIAL: 7 0542 On -site stockpile White limerock (Base Course) 12.0 LIMEROCK BEARING RATIO BENINCASA & KOLASA HALL REMEDIATION - BARRY UNIVERSITY Davie, Florida � `'y: >:, DUNKBLBBRGBRT engineering & testing, inc ° a° �a Tested By: AR Test Date: 07/20/12 1 Project N f : FI 1:12 -O l (0! 1) a Checked By JR Report Date: 08/07/12 Sheet No.: • F .4 aoa° Ca�ot%:. pU�Qgr- °" 2a1f2 Juan Ramirez, E.I. Thomas' FL Registration No. 27451 FL Registratiofil`iQ FM 5-515 L memck Beating Ratio Manual of Florida Sampling and Testing Methods LBR 0542 LBR Lab 10 0541 (PR 8) LBR DUNKELBERGER engineering & testing, inc. Soil Density Test Report Project Name: Benincasa & Kolasa Hall Remediation - Barry University .�'- rQgress Report No.: 8 (Sheet 1 of 1) Project Number: FTL -12 -0918 (40.1) V „ 1 Date Tested: 7/27/2012 ,chnician Initials: O.C. Client Name: Moss & Associates 2101 North Andrews Avenue, S • - 3 1:' AU G 2 2 2012. Report Date: 8/13/2012 Fort Lauderdale, Florida 33311 Project Manager: Juan Ramirez, E.I. Contact Number: (954) 730 -9114 Attention: Ms.Sherry Werner \ `. Test No. Probe Depth (in) Laboratory Proctor 1 Field Tests Maximum Dry Density (pct) Optimum Moisture ( %) Dry Density (pct) Cone Resistance) (tsf) Moisture ( %) Minimum Required Compaction ( %) Percent Maximum Density ( %) Test Results 1 12 114.5 4.0 116.1 12 5.1 98 101 Pass 2 12 114.5 4.0 115.2 5.9 98 101 Pass 3 12 114.5 4.0 114.4 4.7 98 99.9 Pass 4 12 114.5 4.0 114.0 6.2 98 99.6 Pass 5 12 114.5 4.0 115.0 6.9 98 100 Pass Type of Field Density Test: Minimum Required Compaction Based on: Nuclear Gauge Info: Gauge No. 20503 (- ASTM D 1556 1W ASTM D 6938 I✓ AASHTO T -180 (ASTM D 1557) Daily Standard Count: Density: 2815 1— ASTM D 2937 I— AASHTO T -99 (ASTM D 698) Moisture: 661 Test Soil T Type ype Elevation Test Location: Chapel Hall Road - Sidewalk 1 10 12 5' West Across from Kelley House 2 10 12 5' West Across from Kelley House at North End of Roundabout 3 10 12 Center Southwest, Middle of Roundabout 4 10 12 Southwest Across from Farrell Hall 5 10 12 Southwest Across from Farrell Hall at North End of Roundabout Elevation/Depth Referenced to: Soil Type 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: Sidewalk Subgrade 1— NGVD 1— MSL cc: Client... (1) Other: Inches Below Top of Sidewalk Subgrade �oot%atoll1:4,4 0 NS J. °%'fey`! °° No27451 �_ • The original of this report was signed and sealed by the registered engineer in accordance with Rule 61015-18011, of the Florida Administrative Code. This report is submitted a"siSe confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. No other warranties with regard to subsurface exploration, recommendations or design are expressed by this firm. Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 PR 8 PR 8 DUNKELBERGER engineering & testing, inc. Soil Density Test Report Project Name: Benincasa & Kolasa Hall Remediation - Barry University Project Number: FTL -12 -0918 (40.1) ��+ � Client Name: Moss & Associates 1, 2101 North Andrews Avenue, S AUG Fort Lauderdale, Florida 33311 Attention: Ms.Sherry Werner r -1 Progress Report No.: 4 (Sheet 1 of 1) �" Date Tested: 7/18/2012 ® Technician Initials: O.C. 2 2 2912 Report Date: 8/15/2012 Project Manager: Juan Ramirez, E.I. Contact Number: (954) 730 -9114 Test No. Probe Depth (in) Laboratory Proctor 8 w Field Tests Maximum Dry Density (pcfl Optimum Moisture ( %) Dry Density (pct) Cone Resistance' (tsf) Moisture ( %) Minimum Required Compaction ( %) Percent Maximum Density ( %) Test Results I 12 114.5 8.0 109.9 13.2 98 96.0 Fail 2 12 114.5 8.0 107.7 14.5 98 94.1 Fail 3 12 114.5 8.0 110/ 11.3 98 96.2 Fail 4 12 114.5 8.0 112.1 12.9 98 97.9 Fail 95 Type of Field Density Test: Minimum Required Compaction Based on: Nuclear Gauge Info: Gauge No. 20503 E ASTM D 1556 l ASTM D 6938 r ASTM D 2937 rti AASHTO T -180 (ASTM D 1557) E AASHTO T -99 (ASTM D 698) Daily Standard Count: Density: 2744 Moisture: 655 Test No. Soil Type Elevation - Test Location: Chapel Road - Stabilized Su e 1 8 12 20' West of Entrance - Inbound Lane (Retest from PR 3, 2nd Retest on PR 6) 2 8 12 100' West of Entrance - Outbound Lane (Retest from PR 3, 2nd Retest on PR 6) 3 8 12 100' West of Entrance - Inbound Lane (Restest from PR 3, 2nd Retest on PR 6) 4 8 12 50' West of Entrance - Outbound Lane (Retest from PR 3, 2nd Retest on PR 6) Elevation/Depth Referenced to: Soil Type 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: r NGVD l— MSL cc: Client... (1) l Other: Inches Below Top of Stabilized Subgrade Juan Ramirez, E.I. Staff Engineer ,bobil010i18. 1e� .t� ���' t�ps•`�� r'i �.4O .,LENS ,A ## N'.451 • • e per, P.E.F—CrE. 1scr2746 s •••tit tdential . 816aithar_warziattg with regard to The original of this report was signed and sealed by the registered engineer in accordance with Rule 61G15- 18011, of the Florida Administrative Code. This property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written appro subsurface exploration, recommendations or design are expressed by this firm. Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 PR4 PR4 UNKELBERGER engineering & testing, inc. www.dunkelberger- engineering.com • Fort Lauderdale • Port Saint Lucie • Sarasota • West Palm Beach Moss & Associates 2101 North Andrews Avenue Suite 300 Fort Lauderdale, Florida 33311 Attention: Ms. Sherry Werner tdC: Subject: Benincasa & Kolsa Hall Remediation Barry University Miami Shores, Florida Project No. FTL -11 -0918 (40.1) st 15, 2012 ress Report No. 5 age 1 of 2 Dear Ms. Werner: As requested, Dunkelberger Engineering & Testing, Inc. (Dunkelberger) has performed a Limerock Bearing Ratio (LBR) test in accordance with Florida Department of Transportation test method FM 5 -515 on the stabilized subgrade material at the above referenced project. Dunkelberger appreciates the opportunity to provide our services for this project. If we can answer any questions, please call me at 954- 730 -9114. Very truly yours, DUNKELBERGER ENGINEERING & TESTING, INC. " `%•Z;•',�GENS,•.sA pis • lllo 27451 :* an Ramirez, E.I. Thomas J. T Staff Engineer Principal Eng %„ Construction Services FL Registration �ls Attachment Sheet 2- Limerock Bearing Ratio (LBR) Results - Lab ID No. 0538 State of Florida Board of Professional Engineers Authorization No. 6870 Toll Free (877) 643.6832 Limerock Bearing Ratio ( %) 0 0 u. `0 126 0. w 0 a t 124 a) 'c C 122 1000 100 10 130 128 120 20 40 60 80 10.0 12.0 20 40 60 80 10.0 Water Content - Percent of Dry Weight SUMMARY OF TEST RESULTS MAXIMUM LBR VALUE ( %): MAXIMUM DRY DENSITY (pcf): 177.9 123.6 OPTIMUM WATER CONTENT ( %): 7.6 12.0 LIMEROCK BEARING RATIO BENINCASA & KOLASA HALL REMEDIATION - BARRY UNIVERSITY Davie, Florida PR NO.: 5 LAB ID: LOCATION: 0538 Tested By AR Chapel Road (Barry University Campus) MATERIAL: Reddish brown fine to medium SAND, some fragmental limestone (Stabilized Subgrade) Checked By: JR typpnmuBy6 eo ° ®�� J. Tne�749 06 Test Date: 07/18/12 Pria)di ..: vFTL- 12- ositRA Report Date: 08 /1 /12 ierrtAo.: ° a - Ol z, E.I. Thditigt Tj(sPe�,LP .L©F • G No. 27451 FL Rega�rgt�f�.�%j�C oB `©IAL� -® en.�nAa•aeea "" Juan Ramirez, Registration FM 5.515 Limerodc Bearing Ratio Manual of Florida Sampling and Testing Methods dig ete ete ee ee ese ere eve LBR Lab 5) 0538 (PR 5 ).xls LBR DUNKELBERGER engineering & testing, inc. Soil Density Test Report Project Name: Benincasa & Kolasa Hall Remediation Project Number: FTL -12 -0918 (40.1) Client Name: Moss & Associates 2101 North Andrews Avenue, Fort Lauderdale, Florida 33311 Attention: Ms.Sherry Werner,,s - Barry University Progress Report No.: 3 (Sheet 1 of 1) Date Tested: 7/17/2012 Ei C VE chnician Initials: R.F. r, Report Date: 8/15/2012 AU G 2 2012 Project Manager: Juan Ramirez, E.I. Contact Number: (954) 730 -9114 S i I i Test No. Probe Depth (in) 1 Laboratory Proctor . x Field Tests Maximum Dry Density (pct) Optimum Moisture ( %) Dry Density (pct) Cone Resistance' (tsf) Moisture ( %) Minimum Required Compaction ( %) Percent Maximum Density ( %) Test Results 1 12 114.5 8.0 110.4 11.5 98 96.4 Fail 2 12 114.5 8.0 118.0 12.3 98 103 Pass 3 12 114.5 8.0 109.9 14.4 98 96.0 Fail 4 12 114.5 8.0 106.6 11.2 98 93.1 Fail Type of Field Density Test: Minimum Required Compaction Based on: Nuclear Gauge Info: Gauge No. 29275 f ASTM D 1556 9— ASTM D 6938 E ASTM D 2937 AASHTO T -180 (ASTM D 1557) f` AASHTO T -99 (ASTM D 698) Daily Standard Count: Density: 2242 Moisture: 624 Test No. Soil Type Elevation Test Location: Chapel Road - Stabilized Subgrade 1 8 12 20' West of Entrance - Inbound Lane (Restest on PR 4) 2 8 12 100' West of Entrance - Outbound Lane 3 8 12 100' West of Entrance - Inbound Lane (Restest on PR 4) 4 8 12 50' West of Entrance - Outbound Lane (Retest on PR 4) Elevation/Depth Referenced to: Soil Type 1`° Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade / Juan Ramirez, E.I. 9 Base Course -Staff Engineer 10 Other: The original of this report was signed and sealed by the registered engineer in accordance with Rule 61G1 5-18011, of the Florida Administrative Code. This report rs'shbMlit1etas the confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. No other warranties with regard to subsurface exploration, recommendations or design are expressed by this fine. Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 I"- NGVD C— MSL cc: Client...(1) Other: Inches Below Top of Stabilized Subgrade gee ��i = No 27451 ^9 ' e � i PR 3 PR 3 DJNKELBERGER engineering & testing, inc. www .dunkelberger- engineering.com • Fort Lauderdale • Port Saint Lucie • Sarasota • West Palm Beach Moss & Associates 2101 North Andrews Avenue Suite 300 Fort Lauderdale, Florida 33311 ECEIVE AUG 2 Q 2012 Attention: Ms. Sherry Werner EPA Certified Renovator, CGC Subject: Asphalt Coring Report Barry University Dormitory Miami Shores, Florida Project No. FTL -11 -0704 (40.1) Dear Ms. Werner: August 16, 2012 Progress Report No. 53 Sheet 1 of 2 Attached please find a summary of the thicknesses of the asphalt concrete cores and base course recently obtained at the above referenced project site. Should you have any questions, please contact us at 954- 730 -9114. Very truly yours, oOo �•e°°° S J ,tT,rs�.. • ^• `GEMS A�e • DUNKELBERGER ENGINEERING & TESTING, INC. an Ramirez, E.I. Star Engineer Attachment: Pavement Core Data Summary - ▪ • * • .. — • • — • Yet .. ATE OF : iu: . 1. ''.04, Thomas J. • .d. s Principal Engirfdtrmutin0 FL. Registration No. 27451 WiI,z. No 27451 •� �- State of Florida Board of Professional Engineers Authorization No. 6870 Toll Free (877) 643.6832 DUNKELBERGER engineering & testing, inc. BARRY UNIVERSITY Miami Shores, Florida Project No. FTL -11 -0704 (BG 40.1) Pavement Core Data Summary, CORE NO. LOCATION ASPHALT CONCRETE BASE COURSE THICK. (IN.) THICK. (IN.) DESCRIPTION C -1 200 feet West of the Entrance, along centerline of inbound lane on Chapel Hall Road 7/8 6 , % 4 Light tan fine to medium SAND, some fragmental limestone, trace silt C -2 400 feet West of the Entrance, along centerline of outbound lane on Chapel Hall Road 1/2 1 /4 Light tan fine to medium SAND, some fragmental limestone, trace silt C -3 200 feet West of the Entrance, along centerline of outbound lane on Chapel Hall Road 3/4 8 'A Light tan fine to medium SAND, some fragmental limestone, trace silt Notes: 1. Core locations prescribed by the City inspector 2. Per the project plan Sheet C -101.1 (Chapel Hall Road), a total of 1.5 inches of FDOT type SP 9.5 asphaltic concrete is required. At the time of coring, only the first of two lifts of asphalt concrete was installed. 3. Per the project plan Sheet C -101.1 (Chapel Hall Road), 6 inches of limerock base couse is required. Lakeland • Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota DET 41 (Rev. 12/01/2008) 1 PROP. FULL DEPTH ROADWAY RECONSTRUCTION (REMOVE AND REPLACE EXIST. BASE AND ASPHALT AND RECOMPACT EXIST. SUBORADE) SAW —CUT COST. ASPHALT AND MATCH FLUSH) REFER TO TYPICAL SECTION 'A' THIS SHEET) PROP. PEDESTRIAN PAVERS AT CHAPEL ENTRANCE HARDSET ON TOP OF EXIST. CONC. - -. SIDEWALK SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COl INTY RULES AND REGULATIONS Sp UMEROC BASE COMPACTED 70 852 MW. DRY DENSITY (AASHTO 7- -180) (LBR 103) EXIST. STABILIZED SUB10ADE COMPACTED TO 852 MIS. DRY DENSITY (AASHTO 7 -180) (LBR 40) TYPICAL SECTION "A" PROP. CHAPEL ROAD RECONSTRUCTION APPROX LIMITS OF PROP. 4- COLORED CONC. SIDEWALK RESTORATION (EXACT LOCATION TO BE FIELD COORDINATED MTH CONTRACTOR/ ENS/ OWNER) (SAW —CUT EXIST. SIDEWALK AND MATCH FLUSH AT NEAREST SCORE LONE OR CONTROL JOINT) Barry University CHAPEL HALL ROAD MC )SS 2101 N. Ambews Ave., Suite 30, Fort Lauderdale. Fiodda 34311 7954.524.5678 17654.524.6877 V -t NONDESK N 1100 Yawn Boievard, Suite 2900 AArlgten, 5505002208 T: 703.807.2300 F. 703.8072050 Bah/more • Boston • BLBab • Cagary • Chicago Houston. Los Angeles • Mwnbai • New York • Phoenix 8L Louis • Ben Frenolsoo • Shanghai •TOmMo Vancouver • Vlotade • Washington DC DRIAN O BLDG. ADRIAN BLDG. ///////////)4 k'///////////// // // /,m / / / / / //Zr T/ / C/ .B/ .S// // / / / /// gMey -Hom and Associates, Inc. 1221 Bickel Avenue, Site 400, MIami, Fbnda 33131 7,305.873.2025 17305535.7760 \ \ N� \ REMOVE APPROX 10 LF OF JXIST..Af0,\ CONC. SIDEWALK (2 FLAGS) TO TRANSI11C1N•PAVERS TO MEET FLUSH" %MTH PROP. ASs PALT iiif / / / /// / / / / / /I, / / / / /r /0/ THOMPSON HALL I\ 8 115355$ — 000.1 'V. *S (8}eTTI H3.LVf 0 .ea3I-1B — S00-.t •via 01012 na1.Vn KEY MAP CHAPEL HALL ROAD C -101.1 m Comm o.w.mu BARRY UNIVERSITY OFFICE OF THE PRESIDENT July 13, 2012 Miami Shores Village Hall Building Department 10050 Northeast 2nd Avenue Miami Shores, Florida 33138 To Whom It May Concern: dui: 1ai BY: _ V i. v__ 11300 NE Second Avenue Miami Shores, FL 33161 -6695 phone 305 -899 -3010 800- 756 -6000, ext 3010 www.barry.edu Please accept this letter as authorization for Dr. Michael Griffm, Vice President of Business Development and Operations, to sign permit applications on behalf of Barry University. Sincerely, Sister Linda Bevilacqua, OP, PhD President nm'l Miami Shores Viiiage Building Department RECEIPT PERMIT #: ' 12 J I 0 DATE: ) 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 1, atis\ i.5 p,„ Contractor Owner Architect Pic 2 sets of p ' u plans and her �� lA. N ) Address: kszA 00) .4.,) ,,,,„,ett 1111 ' From the building department on this date in orderjto have correc ons done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to co *nu e p itting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: 1 I` 3 )'l PERMIT CLERK INITIAL: Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Issue Date: Not Is Permit NO. DS -6 -12 -1110 P rmif ` : /riueways Work C /as oa%r sued il % Si ts /Stab Add ttionfAiteration Explres:NOt Issued Folio Number:1121360000050 Owner's Name: BARRY UNIVERSITY Job Address: 11300 2 Avenue Miami Shores, FL 33138 -0000 Owner's Phone: Total Square Feet: 21000 Total Job Valuation: $ 75,000.00 Contractor(s) MOSS & ASSOCIATES LLC Phone (954)410 -3250 Primary Contractor Yes 1 Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 6/18/2012 : Yes Comments: Miami Shores VHIage Building Department RECEIPT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 PERMIT #: [ /� (I t () DATE: —16.— 1 cv..,\45 k,„1.\\ KContractor o Owner Arc terms 1 ed up 2 Ia l 0/6 p sets of plans and (othe ������ Address: � O �� dr, From the building department on this da-e in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continyre perjnitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: LOW) 1 PERMIT CLERK INITIAL: Permit No: 12 -1110 Job Name: June 20, 2012 Miami Shores Village Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) Provide approval from Miami Dade Fire. 2) Provide approval from Miami Dade County Health Dept. (DOH /HRS) 3) The plans show several options, identify the proposed construction and remove all options. 4) Provide approval from Miami Dade County public works for the work in the County swale. 5) The plans must show all drainage features including basins and slopes at proposed altered parking. 6) Identify all parking for these areas and adjacent parking to calculate the correct handicapped parking requirements. Identify the location and of each accessible space. The typical detail provided does not match the plan. Identify theaccess to the building that this parking serves. 7) The permit application must be notarized. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 max q or -1(24-i I la-c1 -+rte. BUILDING PERMIT APPLICATION FBC 20 1e\ \\*. \1 . �o♦� Permit Type: BUILDING ROOFING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. Master Permit No. RECEIVE i JUL 132012 J Phone #: - 'O OWNER: Name (Fee Simple Titleholder): Z rl y�TIt�IG,TSi"!l Address: 8300 NE A 1] u City: 1'1t 6‘141s-r State: F Tenant/lessee Name: 15 "Tel tkt114L -SIN1 Email: � . /urks 1441,V, bm-ci eEok, JOB ADDRESS: 11500 i City: Miami Shores County: Folio/Parcel #: 31, o0 o on 6b Is the Building Historically Designated: Yes Zip: 331b1 Phone #: 3c6" 17! ° 366o Miami Dade NO X CONTRACTOR: Company Name: Ka.* i 460406.5 Address: a VAS tt City: 1� ,.. w. v .`C State: FL* t' — Qualifier Name: 6#431 \ tA8 > , 1 e.c�CC Phone #: 1, T c o ° State Certification or Registration #: cC4 C. 150 � t� Certificate of Competency #: Contact Phone #: 4) S4 44 0 ° bo A Email Address: S �L V.0 C tAO C V & \ • :.1r DESIGNER: Architect/Engineer: ;tAL• ;ft; O Phone #: _ 3CC ® 535 lt� n 3 Flood Zone: Phone #: ctS'!° -10-150 Zip: V Value of Work for this Permit $ ! f , Square/Linear Footage of Work: / Type of Work: ❑Addition ❑Alteration ❑New Cepair/Replace Description of Work: j Fa\ �a1vlw1 l!$An `-_N , D of,S e. ®®° ex AI J E -, c..✓... it 6.. 3. t'A4,4A t. c +, r D 14- Cize.A g>cic I gft‘k \, Submittal Fee $ Permit Fee $ f b CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ N-G 1L\'lb k ANeg. Itta4L.A TOTAL FEE NOW DUE $ 1 2rI9 .90 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant roust promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent /3 Contractor The foregoing instrument was acknowledged before me this /3 The foregoing instrument was acknowl:�sged before ° me this 13 day of , 20 /� , by 1l (' t tae( C.. �vi �1 &) , day of .'1 ..: , 20 Lk, by � e(� WirnT.,; who is personally known to me or who has produced who is person y known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: I APPROVED BY •`" r a''' ' • MICHELLE A. BAGLEY o� 4 Br 1 0 -° Notary Public - State of Florida 2. •= My Comm. Expires Jul 6, 2014 DD 972411 - '%g ` Bonded Through National N tary Assn. Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) NOTARY PUBLIC: Sign: Print: ° �� Notary Public - State of Florida My Commis • Pei .= My Comm. Expires Jul 6, 2014 % e:" Commission # DD 972411 '`�`��� Bonded Through National Notary Assn. fft--) 74. Zoning Clerk NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT flTIME OF FIRST INSPECTION PERMIT NO. ',. 17. 11 ID TAX FOLIO NO. d 1 3)DOOW5 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: 111111111111111111111111111111111111111111111 CFN 20 i 2R05 :? 1213 DR Bk 28201 Ps 3178► lips) RECORDED 07/25/2012 09 :45:31 HARVEY R'UiV'INr CLERK OF COURT MIAMI- CDACDE COUNTY? FLORIDA LAST PAGE C THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following in'for"Friatina 9r y rtc is provided in this Notice of Commencement. (A.id\ AA\ yr Space above reserved for use of recording office 1 Legal descnptiQn of .ropert nd treet/address 0 VAIL 2. Description of improvement: 3. Owner(s) name and address: SATT1 fa0geD4.8"StAti Interest in property: Name and address of fee simple titleholder: 4. Contractor' name, address and phone number. vas s.01, `L t 7-4. t 5. Surety: (Payment bond required 'by owner from contractor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statute Name, add ess and phone number: Ova =; MIX n i `s;• °.et ph. ;,101 airf:Aret.15 rats' ttid. 8. In addition to himself, Owners designates the folloving person(s) to receive a copy of the Lienor's Notice as'provided in Section 713.13(1)(b), Florida Statutes. hem. Name, ad ess arid phone number: S ® . � _" �• _'' ' '` ' h'm• "Fir,1414040.4 6eri. ,1.0 t2_ (theksapiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713. PART 1, SECTION 713.13. FLORIDA STATUTES. AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. t1505 Ikuota SW-4 R., WA 9. Expiration date of this Notice of Commencement: _ 6141445 ik41 Signature(s) o� O ffer() or n s)' orized Officer /Director/Partner /Manage \ DD -- `Y t��_ 1 ...ategl�l _F� Prepared B Prepared By Print Name / "04' Print Name ‘f,.4 Nrsao Title /Office Title /Office Scott& Sr IZZA4 STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this o2 5 day of By /CD C F 4i ❑ Individually, or ❑ as VP OF 4 A.). for 156 X1 Personally known, or L produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525 FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signature(s) of Owner(s) or Owner(s)'s Authorized Officer /Director /Partner /Manager who signed above: By By U!U •A I4 Commission # EE 87341 n '''''':' Bonded Through National Notary Assn. n..n,a